Los Gatos Creek Bridge Replacement/ South Terminal Phase ...Materials+Technical+Report.pdfthe Los...

Contract# 10-PCJPB-P-44A Work Directive #6851

Los Gatos Creek Bridge Replacement/ South Terminal Phase III Project

Hazardous Materials Technical Report

San Jose, California

September 2013

Prepared for:

Peninsula Corridor Joint Powers Board

Prepared by:

TOC

Table of Contents

2.0 Introduction .................................................................................................. 2 2.1 Project Location .................................................................................................. 2 2.2 Purpose and Need of the Proposed Project ..................................................... 4 2.2.1 Existing Safety Concerns .............................................................................. 4 2.2.2 Need of Tail Track ......................................................................................... 5 2.2.3 Purpose of the Proposed Project ................................................................... 6 2.3 Project Description ............................................................................................. 6 2.4 Project Elements ................................................................................................. 6 2.5 Construction Staging .......................................................................................... 7 3.0 Review of Previous Hazardous Materials Studies .................................. 10 4.0 Review of Environmental Databases ....................................................... 11 4.1 RCRAInfo ........................................................................................................... 12 4.2 EnviroStor .......................................................................................................... 13 4.3 Leaking Storage Tanks ..................................................................................... 13 4.4 Spills-Leaks-Investigations-Cleanups ............................................................. 13 4.5 Voluntary Cleanup Sites ................................................................................... 13 5.0 Site Reconnaissance ................................................................................. 14 6.0 Impacts and Mitigation .............................................................................. 15 7.0 CEQA Analysis ........................................................................................... 17 8.0 References ................................................................................................. 19

TOC

List of Figures

Figure 1: Project Location .............................................................................................. 3 Figure 2. Deteriorating Conditions of Los Gatos Creek Bridge ................................. 4 Figure 3: Los Gatos Creek Bridge Replacement / South Terminal Phase III Project Site Plan ........................................................................................................................... 8

List of Tables

Table 1. Construction Stage Work Elements ............................................................... 9 Table 2: Hazards and Hazardous Materials CEQA Thresholds ................................ 17

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1.0 Summary The Peninsula Corridor Joint Powers Board (JPB) which operates the San Francisco Bay Area’s Caltrain passenger rail service proposes to replace the two-track railroad bridge that crosses Los Gatos Creek, in the City of San Jose, Santa Clara County, California. The Proposed Action is needed to address the structural deficiencies and safety issues of the Caltrain Los Gatos Creek railroad bridge to be consistent with the standards of safety and reliability required for public transit, to ensure that the bridge will continue to safely carry commuter rail service well into the future, and to improve operations at nearby San Jose Diridon Station and along the Caltrain rail line. This report documents the evaluation of potential hazardous materials issues related to the Los Gatos Creek Bridge Replacement/South Terminal Phase III Project to inform the environmental review processes under California Environmental Quality Act (CEQA) and the National Environmental Policy Act (NEPA). The efforts documented in this report include a review of previous environmental site investigations of the project (which have included soil sampling and testing of bridge materials for lead-based paint), an updated environmental database search to identify potential sources of contamination in the vicinity of the project, an updated site visit, and identification of standard hazardous materials management commitments appropriate to minimize potential impacts. This report concludes that in the long-term, the proposed project would have no impact on hazardous materials exposure. Temporarily during construction, there is the potential for encountering contaminated soil, creosote-treated wood, and lead-based paints on the existing bridge. These types of materials are routinely addressed in JPB construction projects through standard best management practices in accordance with federal and state regulations. With incorporation of these best management practices, the impact of the project on hazardous materials would be less than significant under CEQA.

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2.0 Introduction The Peninsula Corridor Joint Powers Board (JPB) proposes to replace the two-track railroad bridge that crosses Los Gatos Creek, in the City of San Jose, Santa Clara County, California (see Figure 1). The purpose of this report is to document the evaluation of potential hazardous materials issues related to the project, including review of existing potential sources of contaminated materials, assessment of impacts related to contaminated materials during construction of the project, and identification of standard hazardous materials management commitments appropriate to minimize potential for impacts. 2.1 Project Location The Peninsula Corridor Joint Powers Board (JPB) which operates the San Francisco Bay Area’s Caltrain passenger rail service proposes to replace the two-track railroad bridge that crosses Los Gatos Creek, in the City of San Jose, Santa Clara County, California. As shown in Figure 1, the proposed project area, generally bounded by Caltrain’s San Jose Diridon Station to the north, Interstate 280 (I-280) to the south, Sunol Street to the west, and Royal Avenue on the east, occupies the width of the right-of-way (ROW) owned by JPB and extends a distance of approximately 0.4 mile. Two tracks, Main Tracks 1 and 2 (MT-1 and MT-2), run parallel through the entire project area. MT-1 is owned by the Union Pacific Railroad (UPRR) for freight service and MT-2 is owned by the JPB for Caltrain service. Both tracks connect with San Jose Diridon Station Tracks 1 through 9 immediately south of the Park Avenue Overpass. From the Park Avenue Overpass, the double-track alignment continues southward for approximately 800 feet before passing beneath the West San Carlos Avenue vehicular bridge. Immediately south of the West San Carlos Avenue vehicular bridge, the two tracks turn in a southeasterly direction and extend approximately 200 feet across the Los Gatos Creek railroad bridge. The JPB owns and maintains the Los Gatos Creek railroad bridge. Both tracks continue southeast for approximately 500 feet before crossing Auzerais Avenue at grade. South of Auzerais Avenue, the double-track alignment continues for approximately 400 feet before reaching the project area's southern boundary immediately north of the I-280 overpass. Beyond I-280, the alignment continues south to Caltrain’s Gilroy Station.

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Figure 1: Project Location

San Jose Diridon Station

Tamien Caltrain Station

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2.2 Purpose and Need of the Proposed Project The proposed project is needed to address the structural deficiencies and safety issues of the Caltrain Los Gatos Creek railroad bridge to be consistent with the standards of safety and reliability required for public transit, to ensure that the bridge will continue to safely carry commuter rail service well into the future, and to improve operations at nearby San Jose Diridon Station and along the Caltrain rail line. These project needs are discussed below.

Existing Safety Concerns 2.2.1 The existing Los Gatos Creek Bridge measures 174 feet in length and 35 feet in width and is approximately 100 years old. The bridge is made up of two bridge types, steel girders on concrete piers and timber trestle on wooden pile bents (piers). There are a combined nine piers and bents in the creek including the abutments. Second-hand steel girders (now much older than 100 years) were used during the original construction of the bridge and contribute an additional risk for the structural failure of the bridge. The existing bridge was inspected in 2005 and 2012 as part of the on-going JPB Bridge Program and many elements were found to not meet current load requirements. Although the steel spans are in good condition, the southerly timber trestle approach spans have been damaged by fire and have experienced moderate section loss. The bridge was evaluated per current industry requirements for the inspected condition and was found to rate below the current and projected service loads as well as the JPB design criteria for live load capacity (Cooper E80) for new bridges. The bridge was also analyzed for seismic capacity and found to be vulnerable during significant magnitude earthquakes. Figure 2 shows two photographs from the most recent bridge inspection in 2012. The photographs highlight the deteriorating conditions of the bridge from the charring and rotting of the South bridge cap. Figure 2. Deteriorating Conditions of Los Gatos Creek Bridge

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The bridge has reached and exceeded the 75-year useful life for which it was designed. Due to its increasing age, the compromised condition of the southerly trestle approach spans, failure of some bridge elements to meet current and projected service loads, and vulnerability in the event of a significant earthquake, the Los Gatos Creek Bridge needs to be replaced with a new structure.

Need for a Tail Track 2.2.2 Caltrain currently operates 46 northbound and 46 southbound trains per weekday (for a total of 92 trains per day). Thirty-four of these trains originate and terminate at Tamien Station, located approximately 1.3 miles south of the Los Gatos Creek Bridge. All Caltrain service to Tamien Station and further south utilizes only one of the two tracks through the project area, MT-2. The San Jose Diridon Station has recently completed an expansion program that included four new platform faces with extended platform lengths. The expansion allows for more trains to serve the San Jose Diridon Station and more passengers to access the Caltrain trains. In addition to Caltrain, Altamont Corridor Express (ACE), Capitol Corridor, and Amtrak also serve San Jose Diridon Station. ACE currently operates three weekday trains to San Jose during the morning peak period and three weekday trains departing San Jose in the evening peak period. Capitol Corridor operates seven weekday trains originating and departing from San Jose Diridon Station (for a total of 14 trains per day). Amtrak Long Distance currently operates the Coast Starlight which serves San Jose Diridon Station with two trains per day (one northbound and one southbound). While ACE and Capitol Corridor trains terminate passenger service at San Jose Diridon Station, one Capitol Corridor train and three ACE trains use Tamien Station and the Tamien yard for layovers. These trains utilize MT-1 through the project area from San Jose Diridon Station to Tamien Station. Since MT-1 is owned by UPRR, freight service has priority use for the track. Currently, the two tracks are sufficient to provide service through this rail corridor. However, several trains a day pass through the project area just to access the layover area at Tamien Station. There is no siding along this stretch of the Caltrain corridor; therefore non-revenue, non-passenger trains are traveling the full length between San Jose Diridon and Tamien Stations just to turn around. Moreover, other trains that terminate at San Jose Diridon Station have limited rail yard space to efficiently maneuver and change directions. A tail track extending south from San Jose Diridon Station would improve operations at San Jose Diridon Station and would be able to accommodate the trains otherwise laying over and changing direction at Tamien Station. In addition, if there is a delay in one of the rail services, or if a train breaks down, the lack of any siding along this alignment creates a delay along the entire route. The tail track in the project area would also serve as a temporary, emergency layover area for a passenger train.

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Purpose of the Proposed Project 2.2.3 The purpose of the proposed project is to replace the structurally deficient Los Gatos Creek railroad bridge and provide a tail track south of San Jose Diridon Station in order to:

Ensure safe rail travel for Caltrain passengers and other users of the Los Gatos Creek railroad bridge;

Improve operations at the San Jose Diridon Station and provide an efficient way for trains to change directions; and,

Minimize system-wide delays by providing a temporary, emergency layover area. Without the proposed project, the replacement of the Los Gatos Creek railroad bridge would not be completed and the bridge would continue to present an increasing safety hazard to all users. In addition, operations at nearby San Jose Diridon Station would not be improved and system-wide delays would be likely to occur. 2.3 Project Description The following sections describe design elements and construction phasing plan for the proposed project. The proposed project consists of replacing the existing Los Gatos Creek Bridge while maintaining rail services across the bridge. The new bridge will consist of a two-track alignment over Los Gatos Creek with the addition of a tail track extending south from San Jose Diridon Station. The addition of the tail track comprises Phase III of the South Terminal Project, which includes a variety of improvements at and near the San Jose Diridon Station to improve Caltrain operations along this corridor. 2.4 Project Elements Figure 3 illustrates the elements of the proposed project. The existing bridge consists of a north abutment, three piers in the creek area, and a series of timber bent segments on the south end; the new bridge would have a north abutment, two piers within the creek area, and a south abutment. The two tracks that currently utilize this bridge are MT1 (owned by UPRR and on the east side of the bridge) and MT2 (owned by the JPB). The new bridge would be wider than the existing bridge, with the expansion occurring on the west side to accommodate the tail track to improve operations at the San Jose Diridon Station just to the north of the project area. The tail track and several temporary tracks, known as shoofly tracks, will be used to route trains around the area under construction in order to maintain active rail service across the bridge at all times. The ultimate alignments of MT1 and MT2 over the new bridge would be generally unaltered from their current configuration. The limits of the tail track are from approximately 300 feet north of West San Carlos Street 300 feet south of Auzerais Avenue, where it ties back into MT2 before the alignment crosses over I-280, the southern limit of the project area. Due to spacing requirements between adjacent tracks, minor right-of-way acquisitions from two parcels on the west side of the tracks would be required. Rock slope and scour protection (riprap) would be installed on the north bank of the creek.

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Caltrain operates, and is required to operate, rail service on two tracks across the Los Gatos Creek Bridge at all times. In order to maintain continuous rail operations on both tracks, the construction of the replacement span must take place in three sections. Before work can start on any section, the channel flow must be diverted via a pipe and out of the way of the work. Only after the channel is diverted can the first section be constructed. Piles, piers, superstructure, and finally the track itself will be constructed only after the channel diversion is complete. However, during the winter months, when no work is taking place in the channel, the channel shall be returned to its original condition. Therefore, in order to construct the new piers and bridge superstructure, Los Gatos Creek would be realigned via a diversion channel or pipe three times during construction. Proposed staging and laydown areas have been identified on the west side of the existing bridge. A portion of the staging area lies on private property and temporary construction easements would be needed for this area. 2.5 Construction Staging Replacement of the Los Gatos Creek railroad bridge is estimated to last approximately 24 months starting in 2015. Work within the creek will be limited to only the time between June 15th and October 15th in order to accommodate sensitive environmental resources. As a result of the environmentally constrained window for work within the creek, the in-creek construction elements will be completed in two consecutive summer seasons. The construction stages and major work elements are outlined in Table 1.

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Figure 3: Los Gatos Creek Bridge Replacement / South Terminal Phase III Project Site Plan

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Table 1. Construction Stage Work Elements Construction

Stage Time period

for Work Construction Work Elements

1 – Initial out-of-creek construction

Project Start to June 15

o Relocate fence by staging area o Relocate overhead and underground utilities as required o Construct north end of tail track up to bridge approach area o Install shoring and grade temporary access ramp/roads o Construct southwest wingwall for abutment 4

2 - Season 1 in-creek construction

June 16 to October 14

o Add tie-backs and shoring as needed o Grade temporary access roads into creek area o Construct temporary creek diversion, new sanitary sewer line under the creek,

and piers 2 and 3 for new tail track bridge o install precast abutments and southwest wingwall caps and remove tie-backs o Adjust shoring and remove access ramps o Reset channel flow

3 - Winter out-of-creek construction

October 15 to June 15

o Construct tail track bridge superstructure o Install temporary tail track over new track bridge o Install new fiber optic and other electrical associated with new bridge o Cut in tail track at ends on train free weekends and begin operations

4 - Season 2 in-creek construction

June 16 to October 14

o Remove tie-backs under MT2 track and add tie-backs and shoring for MT1 o Grade temporary access roads into creek area o Construct temporary creek diversion o Cut timber deck and remove existing MT2 section of bridge superstructure,

piers, and abutments o Construct piers, abutments, and superstructure for new MT2 bridge o Construct MT1 shoofly on approaches and across MT2 bridge o Remove exiting MT1 section of bridge superstructure, piers, and abutments o Construct piers and abutments for new MT1 bridge o Grade new creek channel, regrade upstream channel embankment, and place

riprap o Remove access roads from creek area and regrade downstream channel

embankments 5 - Finish out-of-creek construction

October 15 to project completion

o Construct superstructure for new MT1 bridge o Construct new MT1 track on new bridge o Remove remaining access road segments o Remove temporary MT1 shoofly and return service to MT1 mainline track o Remove temporary tail track connection and return service to MT2 mainline

track

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3.0 Review of Previous Hazardous Materials Studies A Limited Phase I Environmental Site Assessment (ESA) Report dated July 2, 2008 was prepared for the Los Gatos Creek Bridge Site by Environmental Resources Management (ERM). Review of historical documents by ERM as part of the 2008 ESA indicated that the area surrounding the project site appeared to be occupied by commercial and residential buildings in all historical aerial photographs reviewed. The existing railroad bridge was constructed on the site in 1935.1 No nearby properties were identified with the potential to have affected the project site with hazardous materials. ERM identified no environmental concerns during a site visit in 2008. ERM did not identify recognized environmental conditions (RECs) associated with the project site, but concluded that based on the historic and present use of the bridge for rail operations, the potential exists that chemicals (such as petroleum hydrocarbons and metals) may have impacted the project site. ERM also identified the possibility that lead-based paint was used in the construction of the Los Gatos Creek Bridge based on its age. Based on the findings of the Limited Phase I Assessment, ERM collected soil samples for laboratory analysis to determine if soil contamination was present at the Site. ERM also collected paint samples from the bridge for lead analysis. The results of both soil sampling programs were provided in a letter report dated August 25, 2008. Based on the findings of this sampling and analysis, the following conclusions were made: Relatively insignificant impacts to soil were detected in the limited sampling

conducted. Total petroleum hydrocarbons (TPH) as motor oil was the only contaminant consistently detected above the San Francisco Regional Water Quality Board Environmental Screening Levels. Reuse of any soil generated during the bridge reconstruction would be governed by the Caltrain North and South CTX Soil Management Plan (SMP) prepared by ERM in 2003. The SMP allows reuse of soil in the railroad ROW with up to 1,000 milligrams per kilogram of TPH as motor oil. ERM recommended that soil in the affected areas (near sample points LG-7 and LG-8 immediately west of the current Orchard Supply Hardware property) be stockpiled and sampled for TPH prior to reuse in the project area. Any soils that would require disposal off-site would require chemical profiling prior to disposal. Additional identified affected soils encountered during construction may require further characterization and determination of soil handling procedures.

Lead-based and lead-containing paint was identified on the bridge structure. ERM recommended that any contractor performing demolition activities on the bridge structure comply with the California Division of Occupational Safety and Health (Cal/OSHA) Lead in Construction Standard for protection of workers, and properly control and contain paint dust and debris resulting from the demolition operation. The resulting paint chips, dust and debris should be properly contained and disposed of.

1 See the Los Gatos Creek Bridge Replacement/South Terminal Phase III Historic Resources Inventory and Evaluation Report (JRP, 2013).

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4.0 Review of Environmental Databases The 2008 Limited Phase I Assessment included a database search for regulatory agency records regarding the project site and nearby properties. The 2008 ESA did not identify any properties that are considered RECs and at which releases or potential releases of oil or hazardous materials have occurred that have the potential to affect soil or groundwater quality at the project site. Although the 2008 report indicated that there are regulated properties in the vicinity of the project site, these nearby sites are not expected to have adversely impacted the project site because either (1) the case has been closed, (2) the sites are located downgradient or crossgradient from the project site, and/or (3) the sites are sufficiently distant from the project site. In order to update the 2008 findings, a search of federal and state databases was conducted by Environmental Data Resources, Inc. (EDR) in March 2013 (Appendix A). The various databases discussed further below in this section were reviewed for information regarding documented and/or suspected releases of regulated hazardous substances and/or petroleum products on or near the project site. The following federal databases (publication date in parentheses), identified by ASTM Standard E1527, were reviewed. The standard search radii specified in the ASTM were used for all databases.

Resource Conservation and Recovery Act (RCRA) TSD and GEN List (02/12/2013)

Corrective Action Report (RCRA CORRACTS) (02/12/2013) Comprehensive Environmental Response, Compensation and Liability

Information System (CERCLIS) List (02/04/2013) CERCLIS No Further Remedial Action Planned (NFRAP) (02/05/2013) National Priority List (NPL) (02/01/2013) Federal Engineering and Institutional Controls Registries (12/19/2012) Emergency Response Notification System (ERNS) List (12/31/2012)

The following state databases were reviewed: California Registered USTs (12/17/2012) California Spills, Leaks, Investigations and Cleanup Database (12/17/2012) California State Calsites Database (SHWS) (08/08/2005); no longer updated,

replaced by Envirostor database (12/05/12) Solid Waste Facilities/Landfill Sites (SWF/LF) (12/18/2012) Leaking Underground Storage Tank (LUST) List (12/17/2012) Voluntary Cleanup Sites (VCP) (12/05/2012) Engineering Controls/Institutional Controls Sites (03/16/2012) California Brownfields (12/10/2012)

In addition to information from the EDR report, an updated review of the following government databases was also conducted in March 2013:

EnviroStor (California Department of Toxic Substances Control (DTSC), http://www.envirostor.dtsc.ca.gov/public)

This EnviroStor web page allows one to search for properties regulated by DTSC where extensive investigation and/or cleanup actions are planned or have been completed at permitted facilities and cleanup sites.

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GeoTracker (State Water Resources Control Board, (http://geotracker.waterboards.ca.gov/).

Geotracker is a database and geographic information system that provides online access to environmental data. It tracks regulatory data about leaking underground storage tanks (USTs), Department of Defense, Spills-Leaks-Investigations-Cleanups (SLIC) and Landfill sites. The database also contains information about public drinking water wells. Geotracker uses commercially available software to allow users to access data over the Internet.

The unmappable (also referred to as “non-geocoded”) listings within the database report were also reviewed, cross-referencing available address information and facility names. Unmappable sites are listings that cannot be plotted with confidence, but are located within the general area of the Subject Property based on the partial street address, city name, or zip code. In general, a listing cannot be mapped due to inaccurate or incomplete address information in the database supplied by the corresponding regulatory agency. The criteria used to evaluate the potential for impact to the project site included:

Distance from the project site; Expected depth and direction of groundwater and surface water (including

stormwater) flow; The presence of documented releases of oil or hazardous materials at the

identified sites; and The potential for impacts to the project site given past or present site activities.

The identification of a site as potentially upgradient or downgradient is based on the regional topography with a general hydraulic gradient in the area of the project site expected to be northeasterly, toward the Guadalupe River and San Francisco Bay. Sections 4.1 through 4.5 provide a summary of sites from the database reviews that have the potential to affect the project site based on their distance and location with respect to the project site and/or the nature of hazardous materials releases on the sites. 4.1 RCRAInfo Inclusion on the EPA’s RCRA information system is not necessarily indicative of contamination; rather, it indicates the presence of potential sources of contamination. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by RCRA. Conditionally exempt small quantity generators (SQGs) generate less than 100 kilograms (kg) of hazardous waste, or less than one kg of acutely hazardous waste per month. Small quantity generators generate between 100 kg and 1,000 kg of hazardous waste per month. Large quantity generators (LQGs) generate over 1,000 kg of hazardous waste, or over 1 kg of acutely hazardous waste per month. Transporters are individuals or entities that move hazardous waste from the generator off-site to a facility that can recycle, treat, store, or dispose of the waste. Treatment, Storage or Disposal Facilities (TSDFs) treat, store, or dispose of the waste. The following RCRA generators were identified within one-half mile and upgradient from the project site in the environmental database report:

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Site Location Distance/Direction Orchard Supply Hardware 720 W San Carlos St. adjacent to southeast Tony’s Auto Repair 696 Auzerais Ave. 0.15 mile SE Apex Marble, Inc. 806 West Home St. 0.29 mile SSW All of these RCRA sites are SQGs. 4.2 EnviroStor The State of California maintains an inventory of the known contaminated sites (SHWS) in California, listed on the EnviroStor. These sites may or may not already be listed on the federal CERCLIS List. According to the EDR Report (Appendix A), there are two SHWS located within one-mile of the project site: Site Location Distance/Direction Reed & Graham, Inc. 609 Sunol St. 0.44 mile SSW Former West Coast Rebar 1131 Auzerais Ave. 0.49 mile WSW The Reed & Graham site is listed as “inactive – needs evaluation” in the EDR report. The former West Coast Rebar site is labeled as “Certified O&M, land use restrictions only.” Based on the distance of these sites from the project site, releases of hazardous materials on these properties are not expected to affect the project site. 4.3 Leaking Storage Tanks The LUST Incident Reports contain an inventory of reported leaking UST incidents. The EDR report indicated there are 112 LUST sites identified within approximately 0.75 mile of the project site, 40 of which are at equal or higher elevation. The closest of these listed LUST sites is the adjacent Orchard Supply Hardware to the southeast. The EDR report indicates the case for the leaking tank incident at the Orchard Supply Hardware store is now closed. 4.4 Spills-Leaks-Investigations-Cleanups The SLIC List, prepared by the California Regional Water Quality Control Board indicated that there are 16 SLIC sites within approximately 0.75 mile of the project site, 3 of which are at equal or higher elevation. The EDR report indicates that the spill cases for these 3 incidents are now closed. 4.5 Voluntary Cleanup Sites The former West Coast Rebar site at 1131 Auzerais Ave, about one-half mile west-southwest of the project site appears on the VCP list. As previously stated, this property is identified in the EDR report as “Certified O&M, land use restrictions only,” and based on its status and distance from the project site, releases of hazardous materials on this properties are not expected to affect the project site.

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5.0 Site Reconnaissance An environmental scientist conducted an updated site inspection along accessible portions of the project site on March 23, 2013. Photographs taken during the site reconnaissance are provided in Appendix B. The site reconnaissance recorded surficial and visible conditions only. Such a review cannot be expected to reveal all hazardous materials or conditions that might be present on-site; the possibility exists that some hazardous materials or conditions might exist and not be detected. The weather was sunny with a temperature of about 60° Fahrenheit (F) at the time of the site reconnaissance. Accessible portions of the project site were viewed by walking along the right-of-way, Los Gatos Creek, and public streets transecting the project corridor. The Los Gatos Creek Bridge itself was not directly accessed due to its location entirely within the active right-of-way; however, it could be readily viewed from adjacent properties. The project site consists of the Los Gatos Creek Bridge and a corridor of railroad right-of-way adjacent to residential and commercial properties near downtown San Jose, including a paint store (Kelly Moore Paints), an auto repair business (Ross Tire), a cleaning/restoration service (Service Master Clean), and a hardware and garden supply store (Orchard Supply Hardware). Los Gatos Creek transects a portion of the project site and the Los Gatos Creek Trail recreational trail parallels a portion of the project site. A former Del Monte Foods site, now converted into the Monte Vista townhome complex, is located adjacent to this trail. At the eastern end of the project site are rail yards adjacent to the Caltrain San Jose Diridon Station and the San Jose Fire Department Training Facility. During the site visit, evidence of dumping (furniture, tires, and other litter) was observed along the banks of Los Gatos Creek and in the creek itself, and evidence of homeless person encampments was observed. Several full 5-gallon buckets and other plastic containers of apparent automotive fluids were observed discarded along the right-of-way immediately south of Auzerais Avenue. Oily staining was observed on the ground surface beneath these containers.

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6.0 Impacts and Mitigation

In the long-term, the replacement of an existing active rail bridge and provision of a tail track would not result in impacts related to hazardous materials. With respect to creosote-treated wood and lead-based paints, the project would have a long-term beneficial impact because these hazardous materials would be removed, eliminating the potential for impact the Los Gatos Creek from leaching (creosote) or falling paint chips (lead-based paint). These materials would not be used in the new replacement bridge.

Temporarily during construction, it is possible that contaminated materials common to railroad environments could be encountered and would need to be addressed with standard best management practices in accordance with federal and state regulations. Based on the data obtained during the site inspection, regulatory records review, and reports for previous investigations on the project site and its history, the following RECs have the potential to impact the project site:

Adjacent and nearby properties have had documented releases of oil or hazardous materials that have the potential to migrate via groundwater toward the project site. Although there is no known evidence that contamination from nearby properties has migrated to the project site the presence of the project site within an urban corridor with multiple documented releases of oil and hazardous materials represents a REC.

Evidence of dumping observed on the project site included several full 5-gallon buckets and other plastic containers of apparent automotive fluids long the right-of-way immediately south of Auzerais Avenue. Oily staining was observed on the ground surface beneath these containers. This dumping and apparent spill of petroleum products represents a REC and may require remediation in accordance with State and local regulations.

Based on the historic and present use of the project site for rail operations, the potential exists that chemicals commonly found along rail corridors including petroleum hydrocarbons and metals may have affected the project site. This current and historic use represents a REC. As is common with rail bridges, the wooden components of the existing bridge contain the wood preservative creosote, a complex mixture of chemicals. The primary substance of concern in creosote-treated wood is polycyclic aromatic hydrocarbons (PAHs). Creosote can leach into the environment gradually over time as wood is exposed to sunlight.2

The following mitigation measures/best management practices will be implemented to minimize any potential for workers or the public to be exposed to hazardous materials temporarily during construction:

Reuse of any soil generated during the bridge reconstruction will be governed by the Caltrain North and South CTX Soil Management Plan (SMP) (ERM, 2003). Soil should be stockpiled and sampled for TPH prior to reuse in the project area. Any soils that would require disposal off-site would require chemical profiling prior to disposal.

2 http://www.dnr.wa.gov/Publications/em_fs07_210.pdf

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The construction specifications and health and safety plan for the proposed construction will contain emergency response and contingency procedures for encountering unknown wastes and hazardous materials.

The contractor performing demolition activities on the bridge structure will comply

with the Cal/OSHA Lead in Construction Standard for protection of workers; properly control and contain paint dust and debris resulting from the demolition operation; and properly contain and dispose of the resulting paint chips, dust and debris.

The contractor will be required be handle, store and dispose of creosote-treated wood according to California Department of Toxic Substances Control's Alternative Management Standards for treated wood waste. The standards are an alternative to the full hazardous waste regulations and allow for treated wood waste to be disposed of at approved solid waste landfills (as opposed to special hazardous materials disposal facilities). Wood waste would not be stored near the Los Gatos Creek.

During final design, the contractor will be required to prepare a plan for minimizing environmental exposure to creosote during demolition activities, including pile removal. If found feasible, vibratory extraction will likely be the preferred method of pile removal because studies of this issue have concluded it results in less suspension of sediments than vertical pulling.3 The plan will also need to provide containment procedures for minimizing the risk of wood debris entering the creek and associated riparian habitat.

3 http://www.sfei.org/sites/default/files/ReportNo605_Creosote_Dec2010_finalJan13.pdf

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7.0 CEQA Analysis Table 2 summarizes the hazardous materials analysis conclusions in terms of the CEQA significance thresholds. With the incorporation of mitigation measures for temporary construction impacts as described in Section 6, no significant adverse impacts would occur.

Table 2: Hazards and Hazardous Materials CEQA Thresholds

CEQA Guidelines Appendix G Thresholds Project Impact/Conclusion

a) Create a significant hazard to the public or the environment through the routine transport, use, or disposal of hazardous materials?

Less than Significant Impact. Temporarily during construction, there is the potential for encountering contaminated soil, as well as lead‐based paints and creosote‐treated wood on the existing bridge. These type of materials are routinely addressed in JPB construction projects through standard best management practices in accordance with federal and state regulations and do not pose a “significant hazard” to the public or environment. In addition, Removal of the existing old creosote‐treated piers will occur in the dry portions of the construction area during the June‐October work window, thus preventing creosote debris from entering the waterway. In the long‐term, the replacement of an existing active rail bridge and provision of a tail track would not create a significant hazard to the public or environment related to hazardous materials. Hazardous materials may be transported through the project area by UPRR freight rail operations, but the project would not increase hazards related to freight rail. In fact, the project would reduce such freight‐related hazards by replacing a deteriorating bridge that has exceeded its useful life.

b) Create a significant hazard to the public or the environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment?

Less than Significant Impact. Small quantities of potentially toxic substances (such as petroleum and other chemicals used to operate and maintain construction equipment) would be used in the project area and transported to and from the area temporarily during construction. Handling of these materials and any accidental spills would be addressed in accordance with federal, state and local requirements. The replacement bridge would provide for safe railroad operations. The existing deteriorating bridge that has exceeded its useful life would be removed. Therefore, the project would not create conditions that would create a significant hazard due to accidents and there would be no impact in the long‐term.

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CEQA Guidelines Appendix G Thresholds Project Impact/Conclusion c) Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or proposed school?

No Impact. There are no existing or proposed schools within one‐quarter mile of the project site.

d) Be located on a site which is included on a list of hazardous materials sites compiled pursuant to Government Code Section 65962.5 and, as a result, would it create a significant hazard to the public or the environment?

No Impact‐ The project site is not included on a list of hazardous material sites compiled pursuant to Government Code Section 65962.5.

e) For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project result in a safety hazard for people residing or working in the project area?

No Impact‐ The project site is located more than two miles southeast of the Mineta San Jose International Airport and is not within the land use plan or safety zone for the airport.

f) For a project within the vicinity of a private airstrip, would the project result in a safety hazard for people residing or working in the project area?

No Impact. The nearest private airstrip is located more than five miles northwest of the project site, in Mountain View, CA. The project is not within in any airport land use or safety zone.

g) Impair implementation of or physically interfere with an adopted emergency response plan or emergency evacuation plan?

Less than significant impact. During construction, emergency access to and in the vicinity of the project site could temporarily be affected by lane closures, detours, and construction‐related traffic. As noted in the Traffic Technical Report, a Traffic Management Plan would be implemented to ensure there is no interference with emergency vehicles/services or response/evacuation plans. The project would have no impact on emergency response or evacuation in the long‐term.

h) Expose people or structures to a significant risk of loss, injury or death involving wildland fires, including where wildlands are adjacent to urbanized areas or where residences are intermixed with wildlands?

No Impact. According to the CDFFP San Jose fire map (California Department of Forestry and Fire Protection 2000) the proposed project site is not located in a fire hazard region. Therefore, there would be no impact associated with wildland fires.

19

8.0 References ASTM International. Standard Practice for Environmental Site Assessments: Phase I

Environmental Site Assessment Process, ASTM Designation E 1527-05, 2005. California Department of Forestry and Fire Protection. 2000. San Jose fire map EDR, Radius Map Report with Geocheck, Los Gatos Creek Bridge, W San Carlos

Street, San Jose, CA 95110. March 15, 2013.

ERM, Limited Phase I Assessment Report, Los Gatos Creek Bridge Site, Post Mile 47.95 San Jose, California. July 2, 2008.

ERM, Limited Soil Sampling and Lead-Based Paint Sampling Report, Los Gatos Creek Bridge Site, San Jose, California. August 25, 2008.

ERM, Caltrain North and South CTX Soil Management Plan. 2003.

Appendix A

EDR Report

FORM-YAR-TXV

®kcehCoeG htiw tropeR ™paM suidaR RDE ehT

440 Wheelers Farms RoadMilford, CT 06461Toll Free: 800.352.0050www.edrnet.com

Los Gatos Creek BridgeW SAN CARLOS STSan Jose, CA 95110

Inquiry Number: 3545759.2sMarch 15, 2013

SECTION PAGE

Executive Summary ES1

Overview Map 2

Detail Map 3

Map Findings Summary 4

Map Findings 8

Orphan Summary 627

Government Records Searched/Data Currency Tracking GR-1

GEOCHECK ADDENDUM

Physical Setting Source Addendum A-1

Physical Setting Source Summary A-2

Physical Setting Source Map A-7

Physical Setting Source Map Findings A-8

Physical Setting Source Records Searched A-37

TC3545759.2s Page 1

Thank you for your business.Please contact EDR at 1-800-352-0050

with any questions or comments.

Disclaimer - Copyright and Trademark Notice

This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental DataResources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist fromother sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTALDATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION,MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALLENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE,ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL,CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLYLIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings,environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, norshould they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase IEnvironmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for anyproperty. Additionally, the information provided in this Report is not to be construed as legal advice.

Copyright 2013 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in wholeor in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.

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TABLE OF CONTENTS

EXECUTIVE SUMMARY

TC3545759.2s EXECUTIVE SUMMARY 1

A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR).The report was designed to assist parties seeking to meet the search requirements of EPA’s Standardsand Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice forEnvironmental Site Assessments (E 1527-05) or custom requirements developed for the evaluation ofenvironmental risk associated with a parcel of real estate.

TARGET PROPERTY INFORMATION

ADDRESS

W SAN CARLOS STSAN JOSE, CA 95110

COORDINATES

37.3241000 - 37˚ 19’ 26.76’’Latitude (North): 121.9025000 - 121˚ 54’ 9.00’’Longitude (West): Zone 10Universal Tranverse Mercator: 597239.2UTM X (Meters): 4131187.5UTM Y (Meters): 99 ft. above sea levelElevation:

USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY

37121-C8 SAN JOSE WEST, CATarget Property Map:1980Most Recent Revision:

AERIAL PHOTOGRAPHY IN THIS REPORT

2010Photo Year:USDASource:

TARGET PROPERTY SEARCH RESULTS

The target property was not listed in any of the databases searched by EDR.

DATABASES WITH NO MAPPED SITES

No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") governmentrecords either on the target property or within the search radius around the target property for thefollowing databases:

STANDARD ENVIRONMENTAL RECORDS

Federal NPL site list

NPL National Priority List

EXECUTIVE SUMMARY


Proposed NPL Proposed National Priority List SitesNPL LIENS Federal Superfund Liens

Federal Delisted NPL site list

Delisted NPL National Priority List Deletions

Federal CERCLIS list

FEDERAL FACILITY Federal Facility Site Information listing

Federal CERCLIS NFRAP site List

CERC-NFRAP CERCLIS No Further Remedial Action Planned

Federal RCRA CORRACTS facilities list

CORRACTS Corrective Action Report

Federal RCRA non-CORRACTS TSD facilities list

RCRA-TSDF RCRA - Treatment, Storage and Disposal

Federal RCRA generators list

RCRA-CESQG RCRA - Conditionally Exempt Small Quantity Generator

Federal institutional controls / engineering controls registries

US ENG CONTROLS Engineering Controls Sites ListUS INST CONTROL Sites with Institutional ControlsLUCIS Land Use Control Information System

Federal ERNS list

ERNS Emergency Response Notification System

State and tribal landfill and/or solid waste disposal site lists

SWF/LF Solid Waste Information System

State and tribal leaking storage tank lists

INDIAN LUST Leaking Underground Storage Tanks on Indian Land

State and tribal registered storage tank lists

INDIAN UST Underground Storage Tanks on Indian LandFEMA UST Underground Storage Tank Listing

State and tribal voluntary cleanup sites

INDIAN VCP Voluntary Cleanup Priority Listing

ADDITIONAL ENVIRONMENTAL RECORDS

Local Lists of Landfill / Solid Waste Disposal Sites

ODI Open Dump Inventory

EXECUTIVE SUMMARY


DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site LocationsWMUDS/SWAT Waste Management Unit DatabaseHAULERS Registered Waste Tire Haulers ListingINDIAN ODI Report on the Status of Open Dumps on Indian Lands

Local Lists of Hazardous waste / Contaminated Sites

US CDL Clandestine Drug LabsSCH School Property Evaluation ProgramToxic Pits Toxic Pits Cleanup Act SitesUS HIST CDL National Clandestine Laboratory Register

Local Lists of Registered Storage Tanks

CA FID UST Facility Inventory Database

Local Land Records

LIENS 2 CERCLA Lien InformationLIENS Environmental Liens Listing

Records of Emergency Release Reports

HMIRS Hazardous Materials Information Reporting SystemLDS Land Disposal Sites ListingMCS Military Cleanup Sites Listing

Other Ascertainable Records

DOT OPS Incident and Accident DataDOD Department of Defense SitesFUDS Formerly Used Defense SitesCONSENT Superfund (CERCLA) Consent DecreesROD Records Of DecisionUMTRA Uranium Mill Tailings SitesUS MINES Mines Master Index FileTRIS Toxic Chemical Release Inventory SystemTSCA Toxic Substances Control ActFTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act)HIST FTTS FIFRA/TSCA Tracking System Administrative Case ListingSSTS Section 7 Tracking SystemsICIS Integrated Compliance Information SystemPADS PCB Activity Database SystemMLTS Material Licensing Tracking SystemRADINFO Radiation Information DatabaseRAATS RCRA Administrative Action Tracking SystemRMP Risk Management PlansCA BOND EXP. PLAN Bond Expenditure PlanNPDES NPDES Permits ListingUIC UIC ListingCortese "Cortese" Hazardous Waste & Substances Sites ListWIP Well Investigation Program Case ListENF Enforcement Action ListingINDIAN RESERV Indian Reservations

EXECUTIVE SUMMARY


SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners ListingPRP Potentially Responsible PartiesUS AIRS Aerometric Information Retrieval System Facility Subsystem2020 COR ACTION 2020 Corrective Action Program ListEPA WATCH LIST EPA WATCH LISTUS FIN ASSUR Financial Assurance InformationPCB TRANSFORMER PCB Transformer Registration DatabasePROC Certified Processors DatabaseMWMP Medical Waste Management Program ListingCOAL ASH DOE Steam-Electric Plant Operation DataCOAL ASH EPA Coal Combustion Residues Surface Impoundments ListHWT Registered Hazardous Waste Transporter Database

SURROUNDING SITES: SEARCH RESULTS

Surrounding sites were identified in the following databases.

Elevations have been determined from the USGS Digital Elevation Model and should be evaluated ona relative (not an absolute) basis. Relative elevation information between sites of close proximityshould be field verified. Sites with an elevation equal to or higher than the target property have beendifferentiated below from sites with an elevation lower than the target property.Page numbers and map identification numbers refer to the EDR Radius Map report where detaileddata on individual sites can be reviewed.

Sites listed in bold italics are in multiple databases.

Unmappable (orphan) sites are not considered in the foregoing analysis.

STANDARD ENVIRONMENTAL RECORDS

Federal CERCLIS list

CERCLIS: The Comprehensive Environmental Response, Compensation and Liability Information Systemcontains data on potentially hazardous waste sites that have been reported to the USEPA by states,municipalities, private companies and private persons, pursuant to Section 103 of the ComprehensiveEnvironmental Response, Compensation and Liability Act (CERCLA). CERCLIS contains sites which are eitherproposed to or on the National Priorities List (NPL) and sites which are in the screening and assessment phasefor possible inclusion on the NPL.

A review of the CERCLIS list, as provided by EDR, and dated 02/04/2013 has revealed that there is 1 CERCLIS site within approximately 0.75 miles of the target property.

PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____

RIVER PARK DEVELOPMENT-LINCOLN PROVOST ST & PARK AVE NE 1/2 - 1 (0.546 mi.) BG396 488

Federal RCRA generators list

RCRA-LQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supportingthe Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA)of 1984. The database includes selective information on sites which generate, transport, store, treat and/ordispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity

EXECUTIVE SUMMARY


generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardouswaste per month.

A review of the RCRA-LQG list, as provided by EDR, and dated 02/12/2013 has revealed that there is 1 RCRA-LQG site within approximately 0.5 miles of the target property.

PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____

GOLDEN WEST AUTO BODY 1176 AUZERAIS AVENUE WSW 1/4 - 1/2 (0.495 mi.) BC383 469

RCRA-SQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supportingthe Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA)of 1984. The database includes selective information on sites which generate, transport, store, treat and/ordispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantitygenerators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month.

A review of the RCRA-SQG list, as provided by EDR, and dated 02/12/2013 has revealed that there are 29 RCRA-SQG sites within approximately 0.5 miles of the target property.


ORCHARD SUPPLY HARDWARE 720 W SAN CARLOS SE 0 - 1/8 (0.053 mi.) B4 8 H AND S AUTO BODY 757 W SAN CARLOS ST W 0 - 1/8 (0.107 mi.) D13 20 TONY’S AUTO REPAIR 696 AUZERAIS AVE SE 1/8 - 1/4 (0.150 mi.) I50 62 CHEVRON STATION NO 93093 395 BIRD AVE ESE 1/8 - 1/4 (0.158 mi.) K74 89 THE ULTIMATE LINK 804-A PARK AVENUE, NW 1/8 - 1/4 (0.205 mi.) O137 153 UNITED PLATING SERVICES 810 PARK AVE NW 1/8 - 1/4 (0.209 mi.) O142 156 APEX MARBLE INC 806 WEST HOME STREET SSW 1/4 - 1/2 (0.288 mi.) Z187 206 PROGRESSIVE COLLISION REPAIR 844 EARLE AVE WSW 1/4 - 1/2 (0.313 mi.) AC209 236 C AND M AUTO 1098 W SAN CARLOS W 1/4 - 1/2 (0.326 mi.) AA217 256 MEITZLER PRINTING 885 AUZERAIS AVE SW 1/4 - 1/2 (0.340 mi.) AF225 263 QUALTRONIX 350 LINCOLN AVE WSW 1/4 - 1/2 (0.353 mi.) AC242 280 J AND D AUTO BODY 347 LINCOLN AVE WSW 1/4 - 1/2 (0.355 mi.) AC250 286 MICHAEL AND COMPANY 351 LINCOLN AVE WSW 1/4 - 1/2 (0.359 mi.) AC254 289 FINNISH AUTO BODY 375 LINCOLN AVE WSW 1/4 - 1/2 (0.376 mi.) AI278 311 O C MCDONALD 1150 W SAN CARLOS ST W 1/4 - 1/2 (0.392 mi.) AG303 336 REED & GRAHAM INC 690 SUNOL STREET SSW 1/4 - 1/2 (0.443 mi.) AR334 372 CITY BODY REPAIRS 1127 AUZERAIS AVENUE WSW 1/4 - 1/2 (0.492 mi.) BC377 452


CITY OF SAN JOSE FIRE TRAINING 245 SOUTH MONTGOMERY STNE 1/8 - 1/4 (0.133 mi.) F34 39 EXXON SERVICE STATION NO 7-353 598 W. SAN CARLOS AVE. ENE 1/8 - 1/4 (0.141 mi.) G43 51 K N T V 645 PARK AVE NNE 1/8 - 1/4 (0.162 mi.) J87 101 DEL MONTE CORPORATION PLANT NU 801 AUZERAIS STREET S 1/8 - 1/4 (0.191 mi.) L118 138 CALIF AUTO RECONSTRUCTION 550 W SAN CARLOS ST ENE 1/8 - 1/4 (0.195 mi.) N121 140 SAN JOSE CLEANERS 507 W CARLOS ENE 1/8 - 1/4 (0.240 mi.) U165 187 PACIFIC BELL 145 SOUTH MONTGOMERY STNNE 1/4 - 1/2 (0.290 mi.) X191 214 SPEEDY AUTO DETAIL 459 AUZERAIS AVE ENE 1/4 - 1/2 (0.374 mi.) AE269 302 NATIONAL RAILROAD PASSENGER CO 510 W SAN FERNANDO ST NNE 1/4 - 1/2 (0.377 mi.) AO280 312 UNIVERSAL AUTO SVC 455 AUZERAIS AVE ENE 1/4 - 1/2 (0.384 mi.) AE294 324 W SAN CARLOS AUTO BODY 423 W SAN CARLOS ST ENE 1/4 - 1/2 (0.405 mi.) AP316 359 DIAMOND LAUNDRY & CLNS 398 W SAN CARLOS ENE 1/4 - 1/2 (0.444 mi.) AU339 394

EXECUTIVE SUMMARY


State- and tribal - equivalent NPL

RESPONSE: Identifies confirmed release sites where DTSC is involved in remediation, either in a leador oversight capacity. These confirmed release sites are generally high-priority and high potential risk.

A review of the RESPONSE list, as provided by EDR, and dated 12/05/2012 has revealed that there is 1 RESPONSE site within approximately 1.25 miles of the target property.


SAN JOSE SPORTS ARENA 525 WEST SANTA CLARA ST NNE 1/2 - 1 (0.550 mi.) BH400 496

State- and tribal - equivalent CERCLIS

ENVIROSTOR: The Department of Toxic Substances Control’s (DTSC’s) Site Mitigation and BrownfieldsReuse Program’s (SMBRP’s) EnviroStor database identifes sites that have known contamination or sites for whichthere may be reasons to investigate further. The database includes the following site types: FederalSuperfund sites (National Priorities List (NPL)); State Response, including Military Facilities and StateSuperfund; Voluntary Cleanup; and School sites. EnviroStor provides similar information to the informationthat was available in CalSites, and provides additional site information, including, but not limited to,identification of formerly-contaminated properties that have been released for reuse, properties whereenvironmental deed restrictions have been recorded to prevent inappropriate land uses, and riskcharacterization information that is used to assess potential impacts to public health and the environment atcontaminated sites.

A review of the ENVIROSTOR list, as provided by EDR, and dated 12/05/2012 has revealed that there are 10 ENVIROSTOR sites within approximately 1.25 miles of the target property.


UNITED PLATING SVC 810 A PARK AVE NW 1/8 - 1/4 (0.209 mi.) O139 154Status: Inactive - Needs Evaluation

CIRCUIT LINK INC 804 A PARK AVE NW 1/8 - 1/4 (0.209 mi.) O143 160Status: No Further Action

REED & GRAHAM INC 690 SUNOL STREET SSW 1/4 - 1/2 (0.443 mi.) AR334 372Status: Inactive - Needs Evaluation

FORMER WEST COAST REBAR 1131 AUZERAIS AVENUE WSW 1/4 - 1/2 (0.494 mi.) BC379 461Status: Certified O&M - Land Use Restrictions Only

NEW WORLD PARADIGM INC 530 RACE ST SW 1/2 - 1 (0.593 mi.) 421 537Status: Inactive - Needs Evaluation


STATE RADIATOR (SJ REDEVLPMNT) 331 GIFFORD AVE ENE 1/4 - 1/2 (0.349 mi.) AH236 271Status: Refer: RWQCB

RIVER PARK DEVEL LINCOLN PROPE 333 SAN CARLOS ST W ENE 1/2 - 1 (0.549 mi.) 398 492Status: Refer: RWQCB

SAN JOSE SPORTS ARENA 525 WEST SANTA CLARA ST NNE 1/2 - 1 (0.550 mi.) BH400 496Status: Certified O&M - Land Use Restrictions Only

FMC 333 WEST JULIAN 333 WEST JULIAN NNE 1/2 - 1 (0.864 mi.) 463 618Status: Refer: RWQCB

SAN ANTONIO PLAZA BLOCK 4 NORT WEST SAN FERNANDO ST & NE 1 - 2 (1.215 mi.) BV465 622Status: Certified

EXECUTIVE SUMMARY


State and tribal leaking storage tank lists

LUST: The Leaking Underground Storage Tank Incident Reports contain an inventory of reportedleaking underground storage tank incidents. The data come from the State Water Resources Control Board LeakingUnderground Storage Tank Information System.

A review of the LUST list, as provided by EDR, and dated 12/17/2012 has revealed that there are 112 LUST sites within approximately 0.75 miles of the target property.


ORCHARD SUPPLY HARDWARE 720 W SAN CARLOS SE 0 - 1/8 (0.053 mi.) B4 8Status: Completed - Case Closed

CLOUDBURST CAR WASH 695 SAN CARLOS ST E 0 - 1/8 (0.071 mi.) C7 16Status: Completed - Case Closed

UNOCAL #6231 602 W SAN CARLOS ST E 0 - 1/8 (0.112 mi.) C18 24 UNION OIL SS #6231 602 W SAN CARLOS ST E 0 - 1/8 (0.112 mi.) C19 24

Status: Completed - Case Closed

SAN CARLOS UNION 602 W SAN CARLOS ST E 0 - 1/8 (0.112 mi.) C21 30 INDEPENDANT SCISSOR LIFT 236 MCEVOY ST NW 1/8 - 1/4 (0.141 mi.) H44 55


KRALYEVICH PROPERTY 696 AUZERAIS AVE SE 1/8 - 1/4 (0.150 mi.) I52 63Status: Completed - Case Closed

CHEVRON #9-3093 395 BIRD AVE ESE 1/8 - 1/4 (0.158 mi.) K71 78Status: Completed - Case Closed

CHEVRON #9-3093 395 BIRD AVE ESE 1/8 - 1/4 (0.158 mi.) K72 86 DARIANO & SONS 638 AUZERAIS AVE. ESE 1/8 - 1/4 (0.164 mi.) K92 107

Status: Open - Assessment & Interim Remedial Action

CHEIM LUMBER 800 W SAN CARLOS ST W 1/8 - 1/4 (0.177 mi.) M97 116Status: Completed - Case Closed

CHEIM LUMBER COMPANY 800 SAN CARLOS W 1/8 - 1/4 (0.177 mi.) M98 120 RUSH ROOFING CO INC 777 PARK AVE NW 1/8 - 1/4 (0.184 mi.) H108 128


SAN CARLOS SITE 860 SAN CARLOS ST W W 1/8 - 1/4 (0.200 mi.) M128 145 SCCTA - CENTRAL BUS YARD 860 W SAN CARLOS ST W 1/8 - 1/4 (0.200 mi.) M129 146


APEX MARBLE INC 806 WEST HOME STREET SSW 1/4 - 1/2 (0.288 mi.) Z187 206Status: Completed - Case Closed

FLOOR SERVICE SUPPLY CO 861 AUZERAIS AVE SW 1/4 - 1/2 (0.306 mi.) Y201 222Status: Completed - Case ClosedStatus: Open - Site Assessment

CHEVRON TRAINING CENTER 455 SUNOL ST SW 1/4 - 1/2 (0.309 mi.) Y203 230 C & M SERVICE 1098 W SAN CARLOS W 1/4 - 1/2 (0.326 mi.) AA214 241

Status: Open - Remediation

LEVIN PROPERTY 350 LINCOLN AVE WSW 1/4 - 1/2 (0.353 mi.) AC241 278Status: Completed - Case Closed

YELLOW CHECKER CAB 615 BIRD AVE SE 1/4 - 1/2 (0.387 mi.) AN299 330Status: Completed - Case Closed

O.C. MCDONALD 1150 W SAN CARLOS W 1/4 - 1/2 (0.392 mi.) AG304 339Status: Completed - Case Closed

BUCKLES-SMITH 801 SAVAKER ST SSW 1/4 - 1/2 (0.401 mi.) AR310 351

EXECUTIVE SUMMARY



BUCKLES-SMITH 801 SAVAKER ST SSW 1/4 - 1/2 (0.401 mi.) AR311 352Status: Completed - Case Closed

REED & GRAHAM 690 SUNOL ST SSW 1/4 - 1/2 (0.443 mi.) AR332 371 REED & GRAHAM INC 690 SUNOL STREET SSW 1/4 - 1/2 (0.443 mi.) AR334 372


ALL AMERICAN INSULATION 870 SAVAKER ST SSW 1/4 - 1/2 (0.467 mi.) AX356 425Status: Completed - Case Closed

JOHN’S TUNE-UP 1295 SAN CARLOS ST. W 1/4 - 1/2 (0.484 mi.) BA366 434Status: Open - Remediation

JOHN’S TUNE-UP 1295 W SAN CARLOS ST W 1/4 - 1/2 (0.484 mi.) BA367 446 ELECTRICAL DISTRIBUTORS 1135 AUZERAIS ST WSW 1/4 - 1/2 (0.498 mi.) BC389 473


PPG INDUSTRIES INC 376 RACE WSW 1/2 - 1 (0.514 mi.) 393 477Status: Completed - Case Closed

MASTORA PROPERTY 136 RACE ST WNW 1/2 - 1 (0.560 mi.) 405 512Status: Completed - Case Closed

MARK MORRIS TIRES 1353 W SAN CARLOS ST W 1/2 - 1 (0.563 mi.) BI407 514Status: Completed - Case Closed

FORMER SEARS PROPERTY 1350 W SAN CARLOS ST W 1/2 - 1 (0.567 mi.) BI411 520Status: Completed - Case Closed

GRAHAM CONTRACTORS INC 860 LONUS S 1/2 - 1 (0.569 mi.) 412 522Status: Completed - Case Closed

GORDON & SILVA 305 MERIDIAN AVE W 1/2 - 1 (0.623 mi.) 425 543Status: Completed - Case Closed

U-HAUL 1027 THE ALAMEDA NW 1/2 - 1 (0.658 mi.) BQ437 565Status: Completed - Case Closed

U HAUL 1027 THE ALAMEDA NW 1/2 - 1 (0.658 mi.) BQ438 567 A.J. SERVICE STATION 404 MERIDIAN AVE WSW 1/2 - 1 (0.661 mi.) 440 569


VALLEY AUTOMATED FUELS 910 LINCOLN AVE SSW 1/2 - 1 (0.708 mi.) 456 599Status: Completed - Case Closed


FIRE TRAINING CENTER 245 S MONTGOMERY ST NE 1/8 - 1/4 (0.133 mi.) F36 42Status: Completed - Case Closed

EXXON STATION #7-3539 598 W SAN CARLOS ST ENE 1/8 - 1/4 (0.141 mi.) G42 50 EXXON SERVICE STATION NO 7-353 598 W. SAN CARLOS AVE. ENE 1/8 - 1/4 (0.141 mi.) G43 51


SAN JOSE CLEANERS 507 W CARLOS ENE 1/8 - 1/4 (0.240 mi.) U165 187Status: Completed - Case Closed

RADIATOR DOCTOR 534 PARK AVE NE 1/8 - 1/4 (0.249 mi.) V172 194Status: Completed - Case Closed

THE RADIATOR DOCTOR INC 534 PARK AVE NE 1/8 - 1/4 (0.249 mi.) V173 196 PG&E SUBSTATION A 17 OTTERSON ST N 1/4 - 1/2 (0.312 mi.) 207 234 GEM PROPERTY 481 AUZERAIS AVE E 1/4 - 1/2 (0.336 mi.) AE222 259


GOLDEEN’S WAREHOUSE 479 AUZERAIS AVE E 1/4 - 1/2 (0.342 mi.) AE227 265Status: Completed - Case Closed

EXECUTIVE SUMMARY



STATE RADIATOR (SJ REDEVLPMNT) 331 GIFFORD AVE ENE 1/4 - 1/2 (0.349 mi.) AH236 271Status: Completed - Case Closed

NATIONAL RAILROAD PASSENGER CO 510 W SAN FERNANDO ST NNE 1/4 - 1/2 (0.377 mi.) AO280 312Status: Completed - Case Closed

CENTER COMMUNICATIONS 455-9 AUZERAIS AVE ENE 1/4 - 1/2 (0.384 mi.) AE291 322Status: Completed - Case Closed

AUTOMATIC CAR WASH 77 S MONTGOMERY ST NNE 1/4 - 1/2 (0.395 mi.) AK305 342Status: Completed - Case Closed

SAN JOSE FIRE SEARCH & RESCUE 454 AUZERAIS AVE ENE 1/4 - 1/2 (0.400 mi.) AQ308 346 SAN JOSE FIRE STATION #30 454 AUZERAIS AVE ENE 1/4 - 1/2 (0.400 mi.) AQ309 348


SAN JOSE ARENA (RITCHEY) 60 N MONTGOMERY ST N 1/4 - 1/2 (0.440 mi.) AT330 371 DIAMOND LAUNDRY & CLNS 398 W SAN CARLOS ENE 1/4 - 1/2 (0.444 mi.) AU339 394


SAN JOSE GLASS CO. 425 AUZERAIS AVE ENE 1/4 - 1/2 (0.455 mi.) AV343 405Status: Completed - Case Closed

VITALE AUTO BODY 52 AUTUMN ST S NNE 1/4 - 1/2 (0.463 mi.) AY348 413Status: Completed - Case Closed

VITALE BODY SHOP 52 S AUTUMN ST NNE 1/4 - 1/2 (0.466 mi.) AY351 417Status: Completed - Case Closed

VITALE BODY SHOP 52 S AUTUMN ST NNE 1/4 - 1/2 (0.466 mi.) AY352 420 DERBY FOOD SERVICE 55 SUNOL ST NNW 1/4 - 1/2 (0.475 mi.) 361 429


CRISTINA & HALL 291 AUZERAIS AVE ENE 1/4 - 1/2 (0.493 mi.) AV378 460Status: Completed - Case Closed

DEL MONTE PLANT 51 50 BUSH ST NNW 1/2 - 1 (0.509 mi.) BE391 475Status: Completed - Case Closed

DEL MONTE PLANT 51 50 BUSH ST NNW 1/2 - 1 (0.509 mi.) BE392 477 SAN JOSE ARENA FOLLOSCO PARCEL 575 SANTA CLARA ST W N 1/2 - 1 (0.539 mi.) BF394 479


INTERIOR PLANT DESIGN 589 W SANTA CLARA ST N 1/2 - 1 (0.548 mi.) BF397 491Status: Completed - Case Closed

PHILIP SAN PHILIPPO PROPERTIES 735 THE ALAMEDA NNW 1/2 - 1 (0.549 mi.) BE399 494Status: Completed - Case Closed

SAN JOSE ARENA BLOCK 5A 522 W SANTA CLARA ST NNE 1/2 - 1 (0.551 mi.) BH401 508Status: Completed - Case Closed

FOLLOSCO TRANSMISSION REPAIR 575 W SANTA CLARA ST N 1/2 - 1 (0.552 mi.) BF402 510 KOSICH CONSTRUCTION COMPANY 555 SANTA CLARA ST W N 1/2 - 1 (0.552 mi.) BF403 510


KOSICH CONSTRUCTION COMPANY 555-561 W SANTA CLARA S N 1/2 - 1 (0.557 mi.) BF404 511 BANK OF AMERICA WELLS FARGO 521 SANTA CLARA ST W NNE 1/2 - 1 (0.565 mi.) BH408 516


HP PAVILION AT SAN JOSE INC 525 W SANTA CLARA ST NNE 1/2 - 1 (0.565 mi.) BH409 518 BANK OF AMERICA/WELLS FARGO 521 W SANTA CLARA ST NNE 1/2 - 1 (0.566 mi.) BH410 520 S & W LAND COMPANY 454 W SANTA CLARA ST NNE 1/2 - 1 (0.573 mi.) BJ413 529


SAN JOSE ARENA HOLEMAN PARCEL 443 SANTA CLARA ST W NNE 1/2 - 1 (0.576 mi.) BJ414 531Status: Completed - Case Closed

EXECUTIVE SUMMARY



GUADALUPE RIVER PARK CONFLUENC 443 W SANTA CLARA ST NNE 1/2 - 1 (0.576 mi.) BJ415 532 BOCARDO PROPERTY 849 THE ALAMEDA NNW 1/2 - 1 (0.577 mi.) 417 533


ART’S CLEANERS 400 E SANTA CLARA ST NNE 1/2 - 1 (0.580 mi.) BJ418 535 ART’S CLEANERS 400 E SANTA CLARA ST NNE 1/2 - 1 (0.580 mi.) BJ419 535 DOWNTOWN TRUCK & TRAILER 405 W SANTA CLARA ST NNE 1/2 - 1 (0.585 mi.) BJ420 536


CHEVRON #9-0882 955 THE ALAMEDA NNW 1/2 - 1 (0.620 mi.) BK422 540 BIAGINI PROPERTIES 955 THE ALAMEDA NNW 1/2 - 1 (0.620 mi.) BK423 540 90882 955 THE ALAMEDA NNW 1/2 - 1 (0.620 mi.) BK424 541


SCV PARAMEDICS SJ AMBULANCE 58 AUTUMN ST N NNE 1/2 - 1 (0.625 mi.) BL426 545Status: Completed - Case Closed

CAMPISI TRUST 975 THE ALAMEDA NNW 1/2 - 1 (0.628 mi.) BK427 547Status: Completed - Case Closed

SAN JOSE ARENA GEISLER PARCEL 80 MONTGOMERY ST N N 1/2 - 1 (0.629 mi.) BM428 554Status: Completed - Case Closed

SCV PARAMEDICS/SAN JOSE AMBULA 58 N AUTUMN ST NNE 1/2 - 1 (0.630 mi.) BL429 555 SAN JOSE ARENA RITCHEY PARCEL 60 MONTGOTMERY ST N N 1/2 - 1 (0.638 mi.) BL431 556


VERIO 250 STOCKTON AVENUE NNW 1/2 - 1 (0.648 mi.) BN433 558Status: Completed - Case Closed

S J UNIFIED SCHOOL DISTRICT 250 STOCKTON AVE NNW 1/2 - 1 (0.648 mi.) BN434 561 SHELL 270 W SAN CARLOS ST ENE 1/2 - 1 (0.650 mi.) BO435 563


DISTRICT PROPERTY 361 W SANTA CLARA ST NNE 1/2 - 1 (0.656 mi.) BP436 565 SCVWD PROPERTY 361 SANTA CLARA NNE 1/2 - 1 (0.660 mi.) BP439 568


CUSTOM PAD & PATTERN LA FIESTA 555 ST JOHN ST W N 1/2 - 1 (0.676 mi.) BM441 573Status: Completed - Case Closed

CUSTOM PAD & PARTITION CO. INC 555 W SAINT JOHN ST N 1/2 - 1 (0.676 mi.) BM442 575 CHEVRON #9-2218 222 W SAN CARLOS ST ENE 1/2 - 1 (0.681 mi.) BO444 575


SAN JOSE ARENA JULIAN ST 70-90 MONTGOMERY N N 1/2 - 1 (0.684 mi.) BR445 580Status: Completed - Case Closed

SAN JOSE FOUNDARY 525 W SAINT JOHN ST N 1/2 - 1 (0.687 mi.) BS446 581Status: Open - Site Assessment

SAN JOSE ARENA (GIESLER) 80 N MONTGOMERY N 1/2 - 1 (0.688 mi.) BR447 586 MANNING PROPERTY 35 RIVER ST NNE 1/2 - 1 (0.688 mi.) BP449 586 MANNING PROPERTY 35 RIVER NNE 1/2 - 1 (0.690 mi.) BP450 587


MANADA TILE 517 W SAINT JOHN ST N 1/2 - 1 (0.690 mi.) BS451 588Status: Completed - Case Closed

SAN JOSE ARENA PG & E PARCEL 90 MONTGOMERY ST N N 1/2 - 1 (0.692 mi.) BR452 590Status: Completed - Case Closed

SAN JOSE CITY OF 320 HARRON ST NNE 1/2 - 1 (0.698 mi.) BP453 591Status: Completed - Case Closed

PG&E CINNABAR SERVICE CTR 308 STOCKTON AVE NNW 1/2 - 1 (0.705 mi.) BT454 593Status: Completed - Case Closed

EXECUTIVE SUMMARY



PG&E CINNABAR SERVICE CTR 308 STOCKTON AVE NNW 1/2 - 1 (0.705 mi.) BT455 599 SAN JOSE, CITY OF W SAN CARLOS ST & ALMAD ENE 1/2 - 1 (0.710 mi.) 457 602 CITY OF SAN JOSE SIDEWALK 333 W SANTA CLARA ST NNE 1/2 - 1 (0.718 mi.) 458 603


MILLIGAN NEWS 150 N AUTUMN ST N 1/2 - 1 (0.738 mi.) 461 610Status: Completed - Case Closed

PACIFIC BELL 95 ALMADEN AVENUE NE 1/2 - 1 (0.741 mi.) 462 613

SLIC: SLIC Region comes from the California Regional Water Quality Control Board.

A review of the SLIC list, as provided by EDR, and dated 12/17/2012 has revealed that there are 16 SLIC sites within approximately 0.75 miles of the target property.


SAN CARLOS SITE 860 SAN CARLOS ST W W 1/8 - 1/4 (0.200 mi.) M128 145Facility Status: Open - Inactive

CHEVRON TRAINING CENTER 455 SUNOL ST SW 1/4 - 1/2 (0.309 mi.) Y203 230Facility Status: Completed - Case Closed

CHEVRON TRAINING CENTER 455 SUNOL ST SW 1/4 - 1/2 (0.309 mi.) Y204 233


K N T V 645 PARK AVE NNE 1/8 - 1/4 (0.162 mi.) J87 101Facility Status: Completed - Case Closed

PLANT #3 801 AUZERAIS AVE S 1/8 - 1/4 (0.191 mi.) L115 134Facility Status: Completed - Case Closed

CAL TRANS 65 CAHILL ST N 1/4 - 1/2 (0.413 mi.) 320 363Facility Status: Open - Site Assessment

DEL MONTE PLANT 51 50 BUSH NNW 1/4 - 1/2 (0.450 mi.) 341 404 PERRUCCI PROPERTIES 53 MONTGOMERY S N 1/4 - 1/2 (0.454 mi.) AT342 404

Facility Status: Open - Inactive

MARIAN JOHNSON 59 S AUTUMN ST NNE 1/4 - 1/2 (0.464 mi.) AY349 415Facility Status: Open - Inactive

DEL MONTE PLANT 51 50 BUSH ST NNW 1/2 - 1 (0.509 mi.) BE391 475Facility Status: Open - Site Assessment

ADOBE SYSTEMS INC 345 PARK AVE NE 1/2 - 1 (0.546 mi.) BG395 480Facility Status: Open - Inactive

RIVER PARK DEVELOPMENT-LINCOLN PROVOST ST & PARK AVE NE 1/2 - 1 (0.546 mi.) BG396 488Facility Status: Open - Inactive

RIVER PARK DEVEL LINCOLN PROPE 333 SAN CARLOS ST W ENE 1/2 - 1 (0.549 mi.) 398 492Facility Status: Open - Inactive

SAN JOSE ARENA UNKNOWN UKNOWN NNE 1/2 - 1 (0.562 mi.) BH406 513Facility Status: Completed - Case Closed

151 ALMADEN ADOBE2T2DEWTRNG 151 ALMADEN BLVD NE 1/2 - 1 (0.726 mi.) BU459 606Facility Status: Open - Inactive

150 ALMADEN BLVD. WEST SUMP 150 ALMADEN BLVD NE 1/2 - 1 (0.738 mi.) BU460 608Facility Status: Open - Inactive

EXECUTIVE SUMMARY


HIST LUST: A listing of open and closed leaking underground storage tanks. This listing is no longerupdated by the county. Leaking underground storage tanks are now handled by the Department of EnvironmentalHealth.

A review of the HIST LUST list, as provided by EDR, and dated 03/29/2005 has revealed that there are 73 HIST LUST sites within approximately 0.75 miles of the target property.


ORCHARD SUPPLY HARDWARE 720 W SAN CARLOS SE 0 - 1/8 (0.053 mi.) B4 8 CLOUDBURST CAR WASH 695 SAN CARLOS ST E 0 - 1/8 (0.071 mi.) C7 16 UNOCAL #6231 602 W SAN CARLOS ST E 0 - 1/8 (0.112 mi.) C18 24 INDEPENDANT SCISSOR LIFT 236 MCEVOY ST NW 1/8 - 1/4 (0.141 mi.) H44 55 KRALYEVICH PROPERTY 696 AUZERAIS AVE SE 1/8 - 1/4 (0.150 mi.) I52 63 CHEVRON #9-3093 395 BIRD AVE ESE 1/8 - 1/4 (0.158 mi.) K72 86 DARIANO & SONS 638 AUZERAIS AVE. ESE 1/8 - 1/4 (0.164 mi.) K92 107 CHEIM LUMBER COMPANY 800 SAN CARLOS W 1/8 - 1/4 (0.177 mi.) M98 120 RUSH ROOFING CO INC 777 PARK AVE NW 1/8 - 1/4 (0.184 mi.) H108 128 SAN CARLOS SITE 860 SAN CARLOS ST W W 1/8 - 1/4 (0.200 mi.) M128 145 APEX MARBLE INC 806 WEST HOME STREET SSW 1/4 - 1/2 (0.288 mi.) Z187 206 FLOOR SERVICE SUPPLY CO 861 AUZERAIS AVE SW 1/4 - 1/2 (0.306 mi.) Y201 222 CHEVRON TRAINING CENTER 455 SUNOL ST SW 1/4 - 1/2 (0.309 mi.) Y203 230 C & M SERVICE 1098 W SAN CARLOS W 1/4 - 1/2 (0.326 mi.) AA214 241 LEVIN PROPERTY 350 LINCOLN AVE WSW 1/4 - 1/2 (0.353 mi.) AC241 278 YELLOW CHECKER CAB 615 BIRD AVE SE 1/4 - 1/2 (0.387 mi.) AN299 330 O.C. MCDONALD 1150 W SAN CARLOS W 1/4 - 1/2 (0.392 mi.) AG304 339 BUCKLES-SMITH 801 SAVAKER ST SSW 1/4 - 1/2 (0.401 mi.) AR310 351 REED & GRAHAM 690 SUNOL ST SSW 1/4 - 1/2 (0.443 mi.) AR332 371 ALL AMERICAN INSULATION 870 SAVAKER ST SSW 1/4 - 1/2 (0.467 mi.) AX356 425 JOHN’S TUNE-UP 1295 W SAN CARLOS ST W 1/4 - 1/2 (0.484 mi.) BA367 446 ELECTRICAL DISTRIBUTORS 1135 AUZERAIS ST WSW 1/4 - 1/2 (0.498 mi.) BC389 473 MASTORA PROPERTY 136 RACE ST WNW 1/2 - 1 (0.560 mi.) 405 512 MARK MORRIS TIRES 1353 W SAN CARLOS ST W 1/2 - 1 (0.563 mi.) BI407 514 FORMER SEARS PROPERTY 1350 W SAN CARLOS ST W 1/2 - 1 (0.567 mi.) BI411 520 GRAHAM CONTRACTORS INC 860 LONUS S 1/2 - 1 (0.569 mi.) 412 522 GORDON & SILVA 305 MERIDIAN AVE W 1/2 - 1 (0.623 mi.) 425 543 U HAUL 1027 THE ALAMEDA NW 1/2 - 1 (0.658 mi.) BQ438 567 A.J. SERVICE STATION 404 MERIDIAN AVE WSW 1/2 - 1 (0.661 mi.) 440 569 VALLEY AUTOMATED FUELS 910 LINCOLN AVE SSW 1/2 - 1 (0.708 mi.) 456 599


FIRE TRAINING CENTER 245 S MONTGOMERY ST NE 1/8 - 1/4 (0.133 mi.) F36 42 EXXON STATION #7-3539 598 W SAN CARLOS ST ENE 1/8 - 1/4 (0.141 mi.) G42 50 SAN JOSE CLEANERS 507 W CARLOS ENE 1/8 - 1/4 (0.240 mi.) U165 187 RADIATOR DOCTOR 534 PARK AVE NE 1/8 - 1/4 (0.249 mi.) V172 194 PG&E SUBSTATION A 17 OTTERSON ST N 1/4 - 1/2 (0.312 mi.) 207 234 GEM PROPERTY 481 AUZERAIS AVE E 1/4 - 1/2 (0.336 mi.) AE222 259 GOLDEEN’S WAREHOUSE 479 AUZERAIS AVE E 1/4 - 1/2 (0.342 mi.) AE227 265 STATE RADIATOR (SJ REDEVLPMNT) 331 GIFFORD AVE ENE 1/4 - 1/2 (0.349 mi.) AH235 271 NATIONAL RAILROAD PASSENGER CO 510 W SAN FERNANDO ST NNE 1/4 - 1/2 (0.377 mi.) AO280 312 AUTOMATIC CAR WASH 77 S MONTGOMERY ST NNE 1/4 - 1/2 (0.395 mi.) AK305 342 SAN JOSE FIRE SEARCH & RESCUE 454 AUZERAIS AVE ENE 1/4 - 1/2 (0.400 mi.) AQ308 346 SAN JOSE ARENA (RITCHEY) 60 N MONTGOMERY ST N 1/4 - 1/2 (0.440 mi.) AT330 371 DIAMOND LAUNDRY & CLNS 398 W SAN CARLOS ENE 1/4 - 1/2 (0.444 mi.) AU339 394 SAN JOSE GLASS CO. 425 AUZERAIS AVE ENE 1/4 - 1/2 (0.455 mi.) AV343 405 VITALE BODY SHOP 52 S AUTUMN ST NNE 1/4 - 1/2 (0.466 mi.) AY352 420 DERBY FOOD SERVICE 55 SUNOL ST NNW 1/4 - 1/2 (0.475 mi.) 361 429 CRISTINA & HALL 291 AUZERAIS AVE ENE 1/4 - 1/2 (0.493 mi.) AV378 460

EXECUTIVE SUMMARY



DEL MONTE PLANT 51 50 BUSH ST NNW 1/2 - 1 (0.509 mi.) BE392 477 INTERIOR PLANT DESIGN 589 W SANTA CLARA ST N 1/2 - 1 (0.548 mi.) BF397 491 PHILIP SAN PHILIPPO PROPERTIES 735 THE ALAMEDA NNW 1/2 - 1 (0.549 mi.) BE399 494 SAN JOSE ARENA BLOCK 5A 522 W SANTA CLARA ST NNE 1/2 - 1 (0.551 mi.) BH401 508 FOLLOSCO TRANSMISSION REPAIR 575 W SANTA CLARA ST N 1/2 - 1 (0.552 mi.) BF402 510 BANK OF AMERICA/WELLS FARGO 521 W SANTA CLARA ST NNE 1/2 - 1 (0.566 mi.) BH410 520 S & W LAND COMPANY 454 W SANTA CLARA ST NNE 1/2 - 1 (0.573 mi.) BJ413 529 UNKNOWN 443 W SANTA CLARA ST NNE 1/2 - 1 (0.576 mi.) BJ416 533 BOCARDO PROPERTY 849 THE ALAMEDA NNW 1/2 - 1 (0.577 mi.) 417 533 ART’S CLEANERS 400 E SANTA CLARA ST NNE 1/2 - 1 (0.580 mi.) BJ418 535 DOWNTOWN TRUCK & TRAILER 405 W SANTA CLARA ST NNE 1/2 - 1 (0.585 mi.) BJ420 536 CHEVRON #9-0882 955 THE ALAMEDA NNW 1/2 - 1 (0.620 mi.) BK422 540 SCV PARAMEDICS/SAN JOSE AMBULA 58 N AUTUMN ST NNE 1/2 - 1 (0.630 mi.) BL429 555 S J UNIFIED SCHOOL DISTRICT 250 STOCKTON AVE NNW 1/2 - 1 (0.648 mi.) BN434 561 SHELL 270 W SAN CARLOS ST ENE 1/2 - 1 (0.650 mi.) BO435 563 DISTRICT PROPERTY 361 W SANTA CLARA ST NNE 1/2 - 1 (0.656 mi.) BP436 565 CUSTOMPAD&PATTERN/LAFIESTAFOOD 555 W SAINT JOHN ST N 1/2 - 1 (0.676 mi.) BM443 575 CHEVRON #9-2218 222 W SAN CARLOS ST ENE 1/2 - 1 (0.681 mi.) BO444 575 SAN JOSE FOUNDARY 525 W SAINT JOHN ST N 1/2 - 1 (0.687 mi.) BS446 581 SAN JOSE ARENA (GIESLER) 80 N MONTGOMERY N 1/2 - 1 (0.688 mi.) BR447 586 MANNING PROPERTY 35 RIVER NNE 1/2 - 1 (0.690 mi.) BP450 587 MANADA TILE 517 W SAINT JOHN ST N 1/2 - 1 (0.690 mi.) BS451 588 SAN JOSE, CITY OF W SAN CARLOS ST & ALMAD ENE 1/2 - 1 (0.710 mi.) 457 602 CITY OF SAN JOSE SIDEWALK 333 W SANTA CLARA ST NNE 1/2 - 1 (0.718 mi.) 458 603 MILLIGAN NEWS 150 N AUTUMN ST N 1/2 - 1 (0.738 mi.) 461 610 PACIFIC BELL 95 ALMADEN AVENUE NE 1/2 - 1 (0.741 mi.) 462 613

State and tribal registered storage tank lists

UST: The Underground Storage Tank database contains registered USTs. USTs are regulated underSubtitle I of the Resource Conservation and Recovery Act (RCRA). The data come from the State Water ResourcesControl Board’s Hazardous Substance Storage Container Database.

A review of the UST list, as provided by EDR, and dated 12/17/2012 has revealed that there are 2 UST sites within approximately 0.5 miles of the target property.


SAN CARLOS UNION 602 W SAN CARLOS ST E 0 - 1/8 (0.112 mi.) C21 30 ELECTRICAL DISTRIBUTORS CO 1135 AUZERAIS AVE WSW 1/4 - 1/2 (0.495 mi.) BC386 472

AST: The Aboveground Storage Tank database contains registered ASTs. The data come from theState Water Resources Control Board’s Hazardous Substance Storage Container Database.

A review of the AST list, as provided by EDR, and dated 08/01/2009 has revealed that there are 4 AST sites within approximately 0.5 miles of the target property.


HERTZ EQUIPMENT RENTAL 800 W. SAN CARLOS ST. W 1/8 - 1/4 (0.177 mi.) M96 116 PENSKE TRUCK LEASING 525 SUNOL ST SSW 1/4 - 1/2 (0.354 mi.) AJ244 283 REED AND GRAHAM INC 690 SUNOL ST SSW 1/4 - 1/2 (0.443 mi.) AR333 372


CALTRAIN-SAN JOSE MECHANICAL F 669 PARK AVENUE NNW 1/8 - 1/4 (0.155 mi.) 66 76

EXECUTIVE SUMMARY


State and tribal voluntary cleanup sites

VCP: Contains low threat level properties with either confirmed or unconfirmed releases and theproject proponents have request that DTSC oversee investigation and/or cleanup activities and have agreed toprovide coverage for DTSC’s costs.

A review of the VCP list, as provided by EDR, and dated 12/05/2012 has revealed that there is 1 VCP site within approximately 0.75

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